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哈氏C-276合金与16MnR钢在盐酸中的电偶腐蚀行为 被引量:3

Galvanic Corrosion Behavior of Hastelloy C-276 Alloy and 16MnR Steel in Hydrochloric Acid
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摘要 石化厂急冷塔中的哈氏C-276合金和16MnR钢易形成电偶对,在塔中HCl气氛下发生腐蚀。测定了哈氏C-276合金与16MnR钢在10%盐酸中的自腐蚀速率、电偶腐蚀速率和稳态极化曲线,探讨了偶接时间、阴阳极面积比、环境温度及腐蚀液流速对阳极电流密度的影响。结果表明:2种金属偶接后,阴极哈氏C-276合金腐蚀速率得到抑制,阳极16MnR钢腐蚀速率急剧增大;2种金属自腐蚀电位相差超过200 mV,电偶电位接近16MnR钢的自腐蚀电位;随偶接时间延长,电偶电流不断衰减,24 h后趋于稳定;阳极电流密度随阴阳极面积比增大、温度升高而增大,但呈非线性增长,一定程度后增长趋势变缓;流动的腐蚀液中的阳极电流密度大于静止腐蚀液中的。 The galvanic corrosion behavior of Hastelloy C-276 alloy and 16MnR steel in 10%HCl solution was studied.The corrosion rates and steady state polarization curves of two metal materials were measured,and the effects of conjunction time,area ratio of cathode to anode,temperature and flow rate of corrosive fluid on anodic current density were investigated.It was found that the corrosion of Hastelloy C-276 alloy was retarded when it was coupled with 16MnR steel,but the corrosion rate of 16MnR steel anode rose significantly.The gap between the corrosion potentials of the two types of metal materials was over 200 mV,and the galvanic potential was close to the corrosion potential of 16MnR steel.The current of the galvanic couple continuously decreased with extending coupling time and tended to stabilize after 24 h of coupling.Besides,the anodic current density rose with increasing area ratio of cathode to anode and temperature as well,but did not vary linearly and tended to vary slowly at some point.Moreover,the anodic current density in flowing organic corrosive fluid was higher than that in stationary corrosive fluid.
出处 《材料保护》 CAS CSCD 北大核心 2011年第1期49-51,8,共3页 Materials Protection
关键词 电偶腐蚀 哈氏C-276合金 16MNR钢 盐酸 阳极电流密度 腐蚀速率 galvanic corrosion Hastelloy C-276 alloy 16MnR steel HCl solution anodic current density corrosion rate
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  • 1El-Dahshan M E, Shams E1 Din A M, Haggag H H. Galvanic corrosion in the systems titanium/316L stainless steel/A1 brass in Arabian Gulf water [ J ]. Desalination, 2002, 142 (2) :161 - 169.
  • 2Cramer S D, Jr Covino B S, Bullard S J, et al. Corrosion prevention and remediation strategies for reinforced concrete coastal bridges[ J ]. Cement & Concrete Composites, 2002, 24(1) :101 -117.
  • 3郭庆锟,杜敏.钛/碳钢在海水中电偶腐蚀的研究[J].海洋湖沼通报,2005(4):23-30. 被引量:16
  • 4黄桂桥,郁春娟,李兰生.海水中钢的电偶腐蚀研究[J].中国腐蚀与防护学报,2001,21(1):46-53. 被引量:48

二级参考文献21

  • 1张英,戴明安.海水中舰船钢低电位差电偶的腐蚀[J].中国腐蚀与防护学报,1993,13(1):86-90. 被引量:17
  • 2彭乔,殷正安.钛/碳钢电偶腐蚀和阴极保护研究[J].化工腐蚀与防护,1994,22(3):7-9. 被引量:4
  • 3沈宁一.表面处理工艺手册[M].上海:上海科学技术出版社,1991.494.
  • 4M.E.El-Dahshan,A.A.Shams ElDin,H.H.Haggag.Galvanic corrosion in the systems titanium/316L stainless steel/Al brass in Arabian Gulf water[J].Desalination,2002,142(2):161-169.
  • 5D.G.Kolman,J.R.Scully.An assessment of the crack tip potential of b-titanium alloys during hydrogen environmentally assisted crack propagation based on crack tip and passive surface electrochemical measurements[J].Corrosion Science,2000,42 (11):1863-1879.
  • 6D.J.Blackwood,S.K.M.Chooi.Stability of protective oxide films formed on a porous titanium[J].Corrosion Science,2002,44(3):395-405.
  • 7Shao-Yu Chiu,Ying-Lang Wang,Chuan-Pu Liu,Jin-Kun Lana,et al.The application of electrochemical metrologies for investigating chemical mechanical polishing of Al with a Ti barrier layer[J].Materials Chemistry and Physics,2003,82 (2):444 451.
  • 8S.D.Cramer,B.S.Covino Jr.,S.J.Bullard,G.R.Holcomb,et al.Corrosion prevention and remediation strategies for reinforced concrete coastal bridges[J].Cement & Concrete Composites,2002,24 (1):101-117.
  • 9G.Batis,A.Routoulas,E.Rakanta.Effects of migrating inhibitors on corrosion of reinforcing steel covered with repair mortar[J].Cement & Concrete Composites,2003,25(1):109-115.
  • 10Mensfeld F,Hengstenberg D H,Kenkel J V.Galvanic Corrosion of Al Alloys-Ⅰ,effect of Dissimilar Metals.Corrosion,1974,30(10).

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